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HomeMy WebLinkAboutSUBMITTED PAPERSFltaiSE ONLY. DATE FILED. qm PLAN REVIEW FEE: 4A'brjQQ RECEIPT NO.: PERMIT NUMBER: I Z (31 a O ZZ CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: 1. 2. 3. 4. 5. 9. 10. 11. 12. 13. 14. 16. ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Pie Ft. Pierce, FL 34982-5652 772-462-1553 APPLICATION for BUILDING PERMIT J L')'y I' ` V CERTIFICATE of CAPACITY/ZONING COMPLIANCE 720, eA Ci T 0 J W, EW207AIML, LOCATION/SITE ADDRESS: _ PROJECT NAME: S NV SITE PLAN NAME: PROPERTY TAX ID #: 3 -ZOO - CEO-75-Cco - \ LEGAL DESCRIPTION (attach extra sheets ifnecessary)-\ -7, 0 iffy PLAT BOOK 6. PAGE O. 7. BLOCK NO. 8. LOT NO. PARCEL �� PARCEL SIZE (ACRES/SQ FT.): i % 7 LOT DIMENSIONS: �q COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: FRONT BACK: RIGHT S LEFT SIDE: TYPE OF CONSTRUCTION (Check all appropriate boxes) NEW CONSTRUCTION [ ] EXPANSION/ADDITION RESIDENTIAL [ ] COMMERCIAL ] OTHER (SPECIFY) DESCRIPTION OF PROPOSED USE: [ ] INTERIOR RENOVATION [ ] INDUSTRIAL SQ. FT OF CONSTRUCTION: .3 :;?C� 15. SF. FT 1st FLOOR: VALUE OF CONSTRUCTION: $ The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 TE OWNER INFORMATION ✓ ��1 NAME: \sCx --�i ADDRESS_: STATE: ZIP: PHONE (DAYTIME): CkjO) gip o^i ' -:S%% 3 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (___) CONTRACTOR INFORMATION ST. of FL REG.CERQ-\COUNTY \ �1�� ST. LUCIE CNTY CERT #:, BUSINESS NAME: -�C`s-Qcg `S-Q- QUALIFIERS NAME: ADDRESS: CITY: [ olx'o un3- Q' \ STATE: ZIP: PHONE (DAYTIME): ���-��jo� FAX NO. ARCHIT/ENGINEER: ADDRESS: z'��\ _ \, CITY: ��C�C'� '� STATE: ZIP: PHONE (DAYTIME): a, - \\� BONDING COMPANY: ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER ADDRESS: CITY: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to. obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permit% may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. V SIGNATURE STATI�OF FLORIDAr / L�� COUNTY OF ' J r W The foregoing instrument was acknowledged before j me this 1 day of { 2013 , who is lfersonally kp_u" or has produced identification. STATE OF FLORID COUNTY OF S The foregoing instrument was acknowledged before me this 1 day of d Lu , 20L_' , by zi� who islpersonally kin ' or has produced identification. Signature of Notary yq KENNETH NUNEZ Signature of Notary NOTARY PUBLIC Commission No. =STATE OF FLORIDA Commission No. IN KEN } NUNEZ Comm# EE153999.� c NOTARY PUBLIC 1kcE 19�a Expires 1/19/201d - STATE OF FLORIDA Comm# EE153999 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOME.Uxpi]�s G FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEWO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY BP #: k3d3 SECTION TOWNSHIP ,5 RANGE -�q MAP NO. 33 j 33 ZONINGv LAND USE S LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # O 15T FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC Before 1/1990 LOT OF REC After 1/1990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT CODE 3a tl 1(RADON) HABITABLE AREA RADON FEE PERMIT FEE LIBRARY IMPACT FEE PUBLIC BID IMPACT FEE CORRECTION PUBIC BLD IMPAC GENERAL PARKS IMPACT FEE SCHOOL IMPACT FEE ROAD IMP F E CREDIT Y N LAW ENF IMPACT FEE FIRE/EMS IMPACT FEE DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIRED MECHANIC ROOF ELECTRIC GAS PLUMBING _V NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED -TW1-3 !� r DATE COMPLETED �1 al INITIALS Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: 8309 Belfry Pi City / State / Zip: Port St Lucie, FI 34986 Parcel #: 3327-701-0075-000/1 Zoning: PUD APPLICATION INFORMATION Permit Number: 1308-0027 Permit Type: Pool/Spa CONTRACTOR INFORMATION Contractor Name: Lawrence Lambek Business Name: Paradise Swimmiing Pools & Spas Inc Business Addr: 6801 Lake Worth Rd Ste 337 City / State / Zip: Lake Worth, FI 33467 REVIEWS AND COMMENTS REVIEW COMMENTS 1 Owner(s): John A Silvia / Lisa H Silvia Jurisdiction: St Lucie County Lot#: 72 Stories: Block: Automatic Sprinkler System? No Fax Number: Email: Pspsl23@Bellsouth.Net Review -Type Status Reviewed By Date Started Date Completed Date Released Documents Missing Pending Deanna Givens 8/2/2013 8/2/2013 Comment: NOTICE OF COMMENCEMENT 8/5/2013 Comment: FILLED LANDS AFFIDAVIT. Comment: ELECTRICAL CONSTRACTOR ON HOLD, REQUIRED TO UPDATE LICENSE WITH CONTRACTOR LICENSING 8/5/2013 DEPARTMENT. Comment: THE PLANNING TECH HAS ADJUSTED THE ADDRESS OF THE JOB TO MATCH THE BUILDING PLANS. THE 8/5/2013 CONTRACTOR/AGENT IS REQUIRED TO INITIAL THE CHANGES FOR APPROVAL AT TIME OF PICK UP. Comment: YOU ARE REQUIRED TO HAVE A VEGETATION REMOVAL OR EXEMPTION PERMIT AT TIME OF PICK UP. IF 8/5/2013 YOU HAVEN'T APPLIED FOR IT YET, PLEASE BRING IN AN APPLICATION AS SOON AS POSSIBLE. Front Counter Review Complete Deanna Givens 8/2/2013 8/2/2013 8/2/2013 Comment: Plans Examiner Review Pending 8/5/2013 Comment: Zoning Review Complete Lydia Galbraith 8/5/2013 8/5/2013 8/2/2013 Comment: PLANNING & DEVELOPMENT SERVICES BUILDING & CODE COMPLIANCE DMSION BUILDING PERMIT SUB -CONTRACTOR SUMMARY OCAS will be using the following sub -contractors for the (Company/Individual Name) project located at (Street addriss or Property Tag ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical 8 C/ 3O0 , Plumbing Cumffimnrl HVAC/ Mechanical Roofing Gas IIPERMIT NUMBER: I I��� I ISSUE DATE: I II PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): Z� / 3O 0S.6 V sL('n,,\-ave agreed to be the (Company Name/Individual ame) sub -contractor for \)Cs (Type of Trade) (Primary Contractor) for the project located at (Project Street Address or Pro rty Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ZJIGII L SIGNATURES ARE REQUIRED -L" GN TiM P T NAME DATE Business Name: Address: City/State/Zip: Phone: s701 - 7Y7- 2-153) OFFICE USE ONLY: email: ONQ:75 43--eo, C _ g C,C0_/- ,�\d PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: tate of Florida Certification Number (rfapplicable): �( /mil 7 have agreed to be the (Company Name/Individual Nam l (J sub -contractor for;/ (Type of Trade) (Primary Contractor) for the project located at a (Project Street Address or PropertyTax I #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES AREREQUIRED W11 prmuff-.1, Im �*J - W, , - � I Business Name: Address: City/State/Zip: Phone: OFFICE USE ONLY: Wl DVTATT XT A T,XP T) A TR PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building and Code Regulations Division 2300 VIRGINIA AVE FORT PIERCE, FL 34982 (772) 462-1553 AFFIDAVIT OF REQUIREMENT COMPLIANCE Residential Swimming Pools, Spa, and Hot Tub Safety Act PERMIT Al I (We) acknowledge that new swimming pool, spa, or hot tub will be constructed or installed at ��[.�_ and hereby affirm that one of the following methods .(Please print street address) 777 to meet the requirements of Chapter 515, Florida Statutes: (Please initial the method used for pool.) e pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements of Florida Statute 515.29. Tie pool will be equipped with an approved safety pool cover that complies with ASTM F 1246 -9 1 (Standard Performance Specifications for /Safety Covers for Swimming Pools, Spas, and Hot Tubs). All doors and windows providing direct access from the home to the pool will be equipped with an exit alarm that has a minimum sound pressure rating of 85decibels at 10 feet. All doors providing direct access from the home to the pool will be equipped with self closing, self latching devices with release mechanisms placed no lower than 54 inches above the floor or deck. I understand that not having one of the above installed at the time of final inspection, or when the pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S., and will be considered as committing a misdemeanor of the second degree, punishable by fines up to $500.00 and/or up to 60 days in jail as established in chapter 775, F.S. I understand that the St. Lucie County Building Inspections Department assumes no liability for the final inspection of one of the above protective devices, or the lack of maintenance, or the removal of such after the swimming pool has been finalized. I, the contractor, agree to instruct the owner of the proper use and maintenan ' of aeflAW CONTRACTOR S NATURE STATE O LO , COUNTY OF DT NOTAR UBLIC (,( olc The foregoing instrumentwasacknowledged before me this/ l day of Jy C 7 , 20�� Personally Known or Produced Identification Type of Identification Produced: AQvsoKENNETH NOTARY PUBLICZ STATE OF FLORIDA Comm#EE153999 SLCPDS Revised 04/11/2011 tix. 1t Expires 1/19/2016 OF595, `�J 6 NOTARY PUBLIC The foregoing instrument was acknowledged before me this day of d�/ A— by r7jvk, Xk, Q Personally Known or Produced Identification Type of Identification produced: VO KENNETH NUNF' NOTARY PUBLI,:STATE OF FLOhtn/9Comm# EE1539°1-NcEI�Expires 1/19/2U f 6 r ENGINEERING & TESTING, INC. Phone: (86AI� 89 •Fax: (866) '784-85_50 ww .florfiYl'a iftwingancltesting.com "'2S(� "' Avenue PROCTOR COMPACTION TEST OCIP7 ano f+'L 33069 �Z813 DATE SAMPLED: 10/3/2013 DATE TESTED: 10/4/2013 ORDER #: 13-3036 CLIENT: Paradise Swimming Pools & Spas ADDRESS: 11408 Paradise Cove Lane Wellington, Florida 33449 PROJECT: Proposed Pool Deck Silva Residence ADDRESS: 8309 Belfry Place Port St. Lucie, Florida 34986 MATERIAL DESCRIPTION: Brown Slightly Clayey Fine Sand Slight Trace Rock SAMPLED BY: M.W. TESTED BY: P.T. SPECIFICATION GOVERNING: ASTM D-1557, Method LAB NO: P-3036 RESULTS OF TEST: The following compaction test was conducted in accordance with the Standard Methods of Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop as per the above specified method. MOISTURE % WET DENSITY (PCF) DRY DENSITY (PCF) 8.8 113.9 104.7 10.9 120.0 _ 108.2 12.9 122.9 108.9 14.9 121.1 I r 9 105.4 I V Optimum Moisture (Percentage): 11 12.3 % Maximum Dry Density (Ibs./cu.ft.) 11 109.1 (PCF) y 10 a 10 rn Respectfully Submitted, 0 10' c 101 Reza Javid r' P.E. Florida Engineering & Testing, Inc. 10, Florida Reg. No. 60223 Certificate of Authorization No. 6923 8 9 10 11 12 13 14 15 16 MOISTURE % As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. u Q �/ QrialiltJ �t�\� �y ✓Issrrrance C)C)a7 FLO A ENGINEERING & TESTING, INC. Phone: (866) 781-6889 *Fax: (866) 78=4-8550 www.floridaengineeringandtesting.com 250 S.W.13t" Avenue Pompano Beach, FL 33069 REPORT. OF FIELD COMPACTION TESTS DATE: 10/15/13 ORDER NO: 13-3036 PERMIT NO. CLIENT: Paradise Swimming Pools & Spas ADDRESS: 11408 Paradise Cove Lane Wellington, Florida 33449 PROJECT: Proposed Pool Deck Silva Residence ADDRESS: 8309 Belfry Place Port Saint Lucie, Florida MATERIAL DESCRIPTION: Brown Slightly Clavey Fine Sand Slight Trace Rock PROCTOR VALUE (PCF): 109.1 OPTIMUM MOISTURE (%): 12.3 % COMPACTION REQ'D BY SPECS: 95 NUCLEAR GAUGE SERIAL #: ❑ 29793 (Model 3440) LABORATORY NO: P-3036 ❑ 533 (Model 3450) PROCTOR METHOD: ® ASTM D-1557 ❑ ASTM-D698 ❑ AASHTO T-180 ASTM D 6938 METHOD A* ® 20500 (Model 3440) ❑ AASHTO T-99 Test # Location Lift Elev./ Depth of Test Dry Density PCF Penetro- meter Readings Moisture ("�o) Percent Compaction (/o) Pass/ Fail 1 Center of N. End of Pool SOG 0" to -6" 107.7 50+ 10.0 98.7 P 2 Center of N. End of Pool ist -6" to -12" --- 50+ --- >95' P 3 Center of S. End of Pool SOG 0" to -6" 108.2 50+ 9.4 99.2 P 4 1 Center of S. End of Pool 1st -6" to -12" --- 50+ --- >95' P 5 Center of W. End of Pool SOG 0" to -6" 108.0 50+ 9.0 99.0 P 6 Center of W. End of Pool 1st -6" to -12" --- 50+ --- >95' P 7 8 9 10 Compaction percentage estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer. REMARKS: TESTED BY: M.W. CHECKED BY: P.T. Notes: * Method A - Direct Transmission unless otherwise noted. SG - Subgrade TOB - Top of Base SOG - Slab on Grade As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. lsi %� �1 Quality �1;1S'A,1 .Flssicrance l 1'0 Respectfully submitted, l o/1%1 At N P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 60223 Certificate of Authorization No. 6923 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3868176 OR BOOK --Fit PAGE 1289, Recorded 08/21/2013 at::' ;35 PM PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. r� ` 1. DESCRIPTION OF PROPERTY (Legal description of the property & street address, if available) TAX FOLIO NO.:33M--1CA-M1,5-WD— ` SUBDIVISION*-}%'-_ &Sery BLOCK TRACT LOT�BLDG UNIT POD aR AT 'tH ?c-SFRVI= (..oT 7a 2. GENERALDESCRIPTIONOFIMPROVEMENT: SI l r v'N^� 1 nn c c!� I - P� 3. OWNER INFORMATION ORLESSEEINFORMATION �rI�F�THE LESSEE CONTRACTED FOR THE IMPROVEMENT: a. Name and address��bl'1S17I11(5.��{� f7eltrll�� �(T U' IAr1 F 3yq$ b. interest in orotrenv: c. Name and address of foe simple titleholder (indifferent from Owner listed above): 4. a.CONTRAC[OR'SNAME: \ r1 Contrsclor'soddrwA,2N LaV-v wnr4tnl'i Sk-, l (4, S. SURETY (if applicable, a copy orthe payment bond is attached): a. Name and address: b. Phone number: c. Amount ofbond: Phone number: 5In( - ORS -%3D I 6. a. LENDER'S NAME: Lender's address: b. Phone number. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: a. Name and address: It. Phone numbers of designated persons: 8. a. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. b. Phone number of person or entity designated by Owner. 9. Expiration date of notice of commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date ofrecording unless a different date is specified): 20 Under ptnalt 6ljperjuui �lerJ'ar�t}i/t ave read the foregoing notice of commencer ./rrid $p ft.# � + therein are true to the best fm ovule oe n re _ 6?!�04. of $T Ea/ u-1- The foregoing instrument was c owledged before me this aL5�— day of 01 2p 1 3 by -.� ok' " ly)I V I as 'FATE OF FLORIDA for (name ofperson) (type of authority,...e.g. officer, trustee, attorney in fact) 1 T. L UC I F CQ UN TY (name of party on beha of wfiom instrument was executed) 'HiS IS TO C RTIFYTHWistfjl'6or Produced Identification- Type a f Identification Prod RUEA'AIGVNJD F.RECTCOPYOFTPi� 'RIGi�A . ` KENNBTH NUNFZ J 0 S �40TARV PUBLIC P Cr E 3E STATE OF PLORIDA (Sigaature of Notary Public) Rev. lo•ol-I1(S. a Comm# EE1S3999 (Print, Type, or Stamp Commissioned Name of Notary Public) �• o (" 0 Expires 111912016 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. �fX� �' Date STATE OF FLORIDA, COUNTY OFS-r W C ACKNOWLEDGED BEFORE ME THIS DAY OF '"'" 203 BY ,h V '' J L G WHO IS PERSONALLY KNOWN TO ME OR WHO HAS AS IDENTIFICATION. )CQ'A-el� tiJ W OF NOTARY PUBLIC TYPE OR PRINT NOTARY COMMISSION NUMBER SLCPDSD Revised 08/24/2010 (SEAL) �f„t2Ngss KENNETH NUNEZ �a• NOTARY PUBLIC STATE OF FLORIDA ��rycE Comm# EE153999 Ig1® Expires 1/19/2016 Enjoy your backyard without the noise The superior quiet operation of a Summit heat pump lets you enjoy a normal conversation in the serenity of your own backyard. Summit product specifications: BTU Heating Performance od JA ot `i' 4��il�.."=+.. 120 dB. 80 dB. 60 dB. Jet takeoff Alarm clock r I conversation Summit offers awide r - lity AA0 c Indus ry standards, are made of the finest com nen n e market, and ensure unparalleled performance. 80OF ambient air, 80°F water, 80% Relative Humidity " 65,000 95,000 ` 110,000 140,000 80OF ambient air, 80OF water, 63% Relative Humidity " 62,000 90,000 107,000 ^� 130,000 50OF ambient air, 80OF water, 63% Relative Humidity 43,000 63,000 76,000 85,000 Coefficient of Performance (C.O.P.) . 80OF ambient air, 80OF water, 80% Relative Humidity. " 6.0 6.2 - - 6.0'- 6.0 80°F ambient air, 80°F water, 63% Relative Humidity' 5.7 5.8 5:8 -- 5.7 50OF ambient aid, 80°F water, 63% Relative Humidity' 4.0 4.0 :, 4:0 _ — 4.0 Electronic Temperature Control Yes Yes ` Yes Yes Thermostat - Dual (Pool and Spa) Dual Dual Dual___ Dual Supply Circuit Ampacity - Time Delay Fuse 40 50 ___.50 - 50 Water Flow Rate (GPM) - Recommended 30 to 75 30 to 75 30 to 75-- 30 to 75 Minimum /Maximum Refrigerant - ---- Dimensions (inches) 30 A" x 34" x 37" 30'/a" x 34" x 37" 30 ��" x 34" x 37" 30'/a" x 34" x 37" Height Height Height- Height Net Weight (lbs.) 146 165 197 250 Shipping Weight (Ibs.) 186 205 237__ _- 290 ' BTU and COP Ratings in Accordance with AHRI-1160 Performance Test Standard " BTU and COP Ratings Outside the Scope of AHRI-1160 Performance Test Standard 05/14/2013 04:39PM 5617476052 RCI ELECTRIC INC PAGE 02/02 RCI ELECTRIC, INC. 15429 86TH WAY NORTH PALM BEACH GARDENS, FL 33418 DATE PHONE: 961-747-8150 106114113 FAX: *561.747-6062 LOAD CALC. REQU S• D BY: • Paradise Swimming Pools & S as, Ina CUSTOMER AQDRESS PERMIT ID: SILVIA RESIDENCE �r+ 8.309 BELFRY PLACE PORT ST. LUCIE, FL GEN LIGHTING 3 WATTS/SQ.FT. 2 SMALL APPLIANCES (o1600 EACH LAUNDRY CIRCUIT @ 1500 SUBTOTAL ADD DRYER ADD RANGE ADD W/H DISHWASHER REFRIGERATOR GARAGE DOOR OPENER GARBAGE DISPOSAL MICROWAVE TOTAL LOAD -10000 0.40 10000 A/C HEAT KW POOL HEATER TOTAL LOAD DIVIDED BY 240 = AMPS 19-0-01 3 6700 3000 1500 10200 5000 8000 4500 1200 1500 1000 1500 1500 34400 -10000 24400 9760 10000 19760 • • •• • 10000 '.' 6000 35760 149 149 AMP EXISTING LOAD + AMPS POOL HEATER 12 2 HP POOL PUMP - 12 AMPS j& POOL LIGHTS = 2.5 AMPS TOTAL LOAD 163.5 gERVICE SIZE: - ; .; ::: 20_0' *NOTE: IF TOTAL LOAD IS GREATER THAN PANEL SIZE AN UPGRADE IS REQUIRED. TM s CHILD RESISTANT SAFETY FENCE To Whom It May Concern, The following is a brief overview of the technical specifications associated with Pool Barrier removable mesh fencing. Comprehensive engineering reports on the individual components and the complete structure are available upon request: 1. Pool Barrier fencing is available in 4T, 48", and 6T heights. It is assembled in 3, 6, 9,12 15 & 18 foot lengths. Each section is assembled with poles placed three feet apart 2. Our Tri-CoreTM Poles are constructed of T-6063 grade aluminum .063" thick. 3. Our mesh fabric meets or exceeds all Pertinent ASTM standards 4. One end of the barrier is attached in such a manner that a tool must be used to remove it 5. An independent engineering company tested the structural integrity of our assembled fence sections. It has met or exceeded all appropriate ASTM standards, and all requirements of the Florida Building Code. 6. All in ground fittings associated with the fence are constructed of non-conductive materials. We at Pool Barrier 1='111 are so sure of the quality of our fencing that it is warranted for as long as the original purchaser owns the fence. 7rVrPI CA%1- 'IS AFT. SECTION COMPRISED OF SIX 53" POLES AIMD ONE 48" X Ia*- SECTION OF MCSM 15 FT- a.r.�cw ♦ MESH IS EDGED VVITH A TWO INCH �� xX '• hi��jn(�� �(�(,' YjxY� PICCE OF MARINE QUALITY BINDING- .� AND SL"WN WITH A MARINE IT QUALY H7�l�i lZStre�bn A THREAD. ♦ ME$H IS FASTeNED TO POLES WITH A PDECK OF MOLDING 48.S- LONG USING ZINC COATED SCREWS. ♦ POLES ARM SET IN NON CONDUCTIVIE SLEEVIES APPRO L 3" INTO DECK ♦POLES ARE SL"T 041 36^ CENTERS O lCNCE IS BLFILT IN 3, 6. 9, 12. AND 93 FOOT SECTIONS. + ♦ EACH SECTION IS SET TWO TO Tmotim° INCHES APART THESL' SECTION ARE CONNIMCTED BY A SPRING LOAOED MOO K AND 8YL' LATCH. t-d c(Vr�- 1.71-1.0C-L �6MJ"WQ 'Jnr)A RECEIV M NOV 0,1= N W E S SCALE 1'=30" CERTIFIED TO: ,OWNER SI.LVIA 1'ERM19TSLC 1[3.08h DESCRIPTION LOT 73 EXISTING RESIDENCE LOT 72 i N68 �Q QQ 12" WIDE FOOTER LOT 71 FORMBOARDS avoid ` ai}oa 0 0 LOT 72, POD 28 AT THE RESERVE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 34, PAGE 29 OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. SURVEY NOTES 1. This survey is not valid without a signature and original embossed seal of a Florida Professional Land Surveyor. 2. Description provided by client and/or their agent. 3. The last date of field work was October 31, 2013. 4. Underground improvements and foundations were not located as part of this survey. 5. All boundary information is based on Boundary Survey provided. 6. The purpose of this survey is to show existing pool deck footer formboards location relative to property lines. 7. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, SETBACKS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. LEGEND A = CURVE CENTRAL ANGLE R = CURVE RADIUS L - CURVE LENGTH (C) - CALCULATED (P) = PLAT IR = 5/8" IRON ROD FFE - FINISHED FLOOR ELEVATION FND = FOUND P.L.S. = PROFESSIONAL LAND SURVEYOR LB = LICENSED BUSINESS P.B. = PLAT BOOK R/W = RIGHT-OF-WAY CONC = CONCRETE EL = ELEVATION IRC = IRON ROD & CAP U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT D.U.E. DRAINAGE AND UTILITY EASEMEI RICHARD C. LAVENTU LORID L.S. #5209 bATE REVISION DESCRIPTION DATE REF. JOB NO. DRAWN BY DATE DRAWING NO, 13.1306-31 MWH 11/1/13 13.1306-31 F.B.,PG. CALCULATED BY SCALE SHEET NO. SKETCH RCL 1"=30' 1 OF 1 SPECIFIC PURPOSE SURVEY PREPARED FOR PARADISE SWIMMING POOLS & SPAS, INC. LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 774 W. MIDWAY ROAD FORT PIERCE, FLORIDA 34982 +LB 7056 (772) 398-6430 PHONE (772) 398-5426 FAX LEGAL DESCRIPTION: Lot 72 of POD 28 AT THE RESERVE according to the plot thereof as recorded in Plot Book 34 pages 29, 29A through 29C of the Public Records of St. Lucie County, Florida. ABBREVIATIONS: SET = Set 5/8' iron bar ��gqith yellow cap marked "4 5543" FD-Found 5/8' Iron Rebar F.F.E.-Finished Floor Elevatio. OH--�OH--OH-=.Over Head Wires X--X--X-= Chain Link Fence R.O.W. = Right of Way 0--0--0-- W6od Fence �= FPL Transformer Pad PL=Value as platted R = Radius of curve L = Length of curve kEAS.= De1tQ of Curve De = Measured CONC. = Concrete C.P.= Concrete Pod }dater Meter Polder Pole Utility Box ®_ We 1 I S1rALE•1-=30' Atlantic Land B�,,s�gns of the Treasure Coast, 187468 DATE:4/11/13 7.. NE Jenson Beach Blvd. Janse t 54957 DRA*: AWP Malling Addrgss: P.O. Box 1421 Jensen Beach, FL 34958 2013-0271 AL135543@gmail.com (772) 398-4290 DATE: REVISIONS LAST FIELD DATE:4/11/13 I MIN. SETBACK REQ, I SURVEYORS NOTES: 1. Unless other*ise noted only platted easements are sho*n hereon. 2. No underground utilities or improvements *ere located unless other*ise sho" . 3. This site lies *ithin Flood Insurance Rate Map Zone X. 4. Flood Zone sho*n hereon is an interpretation by the surveyor and is provided as a courtesy. The flood zone should be verified by o determination agency. 6. Bearings sho*n hereon are based on the SE property line of LOT 72 as being 4 68'00'37" E according to the Plot described hereon. 6. P.I1.D.E. denotes Public tit i l i t-ies and Drainage Easement. 7. All Lot dimensions sho*n are per plat unless other*ise shown. A O Certified to: f+'ereby certify that the survey sho*n hereon Is true and correct mao'is based an actual measeurements taken in the field. This furyey meets the Minimum Technical Standards of Chapter 54-17 si" err 'Iorido administrative code. _.trFr4r6 JamesA D7 'c"wvJlgnaamesA.Ce9roJr. A. DN:oamasACesdbyJiroJ.o.0.�4mde PSM 5543 Land Designs orthe Te ou, Cesiro Jr. Dacczmaarr2aea3ae-0aro�a. NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL FRONT SIDES CNR SIDES REAR ZNG. TECH. 5 �3 ' . POOL TYPE "0" IN ACCORDANCE WITH ANSI/APSP•7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE, THE POOL PIPING ENGINEERS NOTE: SPECIFICATIONS HAS BEEN DESIGNED BASED ON THE MAXIMUM FLOW CAPACITY OF THE NEW SWIMMING POOL PUMP, ENGINEER REQUIRES CONTRACTOR BUILDS NON DIVING FROM PLANS AS APPROVED BY THE LOCAL BUILDING POOL SIZE: 13' X 28' POOL DEPTH: T T06' DEPARTMENT. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION ERRORS RESULTING FROM FAILURE TO POOL PERIMETER: 75 LF POOL AREA SQ. FT.: 326 COMPLY %NTH THIS RECOMMENDATION. VOLUME: (GALLONS) [ 10.17� TURNOVER RATE 3.05 MRS POOL EQUIPMENT AUXILLIARY POOL EQUIPMENT POOL PUMP. JA fiP AUX. POOL PERIMETER: NOTE: POOL FILTER, C•900 --I AUXILLIARY PUMP: N A TOP OF POOL ELEVATION IS MIN. 6" POOL INLETS; I•"— "—'— j AUX. POOL JETS: NJA PC LOWER THAN F.F.E. OF HOUSE SKIMMER: 1 AUX. POOL LIGHT: NJA 771 12" X 12" FOOTER POOL LIGHT: I0_0W_______j AUX. HEATER TYPE: I NIA FOR SCREEN ENCLOSURE y F SEE DETAIL POOL HEATER; (-- HTMp I AUX. HEATER SIZE: 18" X 48" SWIMOUT POOL HEATER SIZE: 5 TON RAISED: I— N/A 7+_9" W/ TILED EDGE CLEANING LINE: VAC STEP(S): N/A 7+-4 SEE DETAIL CLEANING SYSTEM: N/A N A r — �— -- — — — rRV M � CHLORINATOR: IN -LINE SALT TURNOVER RATE: WELL POINT N/A I I I POOL FINISH ITEMS I i i SEE DETAIL I i uj I s COPING: l B HANDHOLDS: N A I I TILE: 6" INTERIOR FINISH: DB I i MD T i SWIMOUT: 18° DECK S.F.: 502 Sf 8.S11 I , 18 RS , (, 7+_11� LADDER: N/A CAPPING S.F.: 175 SF I 8 28' LONG I ` 3 �� HANDRAIL: N/A DECK TYPE: PAVERT� WATER FEATURES AUX. POOL BABY BARRIER I 1 I j SPILLWAY SIZE: N A FOUNTAIN FEATURE: N A N A MIN. 20" FROM I j I l i LIONS HEAD: NJA SHEER DESCENT; rN A WATERS EDGE SPRITZER/SPRAY HEAD :r N/A FEATURE PUMP: N A — — — — — J THERAPY JETS: N A OTHER: NIA I — — — — — III II (I II — --- — —^— — • -- . — . ~— — -- — — — — — — — — — — —— LIGHT © REMOTE ©FEATURES COLOR WHEEL: N�A FIBER OPTIC SPOT(S): AZD NINLINE W/ VAC -LOCK PERIMETER LIGHTS: f N/A I LIGHT SWITCH: YES # OF COLORS: N/A I I INSTALLED BETWEEN III I 11' 2' 9' 9' 2' 4'-6" 6" AND 18" BELOW POOL ADDITIONAL FEATURES I I i 1+-9++ WATER LINE PER F.B.C. 2010 POOL ENCLOSURE: SCREEN/BABY BARRIER GLASS BLOCK -TYPE: N/A I I $ EXISTING COVERED PATIO FOOTERS L.F.: 80 LF GLASS ROWS HT; N/A TO BE TOPPED (175 SF) DECo•O•DRAIN: N/A GLASS ROWS WDTH. A I Ij `Z• • PILING POOL: I� N/A # OF GLASS BLOCKS. N/A , NOTE: 2 S ST. LUCrE Cr�C, DiViSIGIN PIPING LOCATION SHOWN ON 1-1/2' z REWNV D FOR CO i10E LEM %O CONSTRUCTION NOTES PLANS FOR CLARITY LOCATION III MAY VARY DUE TO UNKNOWN III F D 1. POOL ENCLOSURE (SCREEN/BABY BARRIER) SHALL MEET REQUIREMENTS OF CIRCUMSTANCES IN FIELD T MUST BF, APT ONJO GENERAL NOTE 29. TIE PLANS � � LDHTATIONOfLmSILITn: PADS REME141IMSPECTION NVILL BF n'LD . 02XW .EDRMWA°fn`SFwEFMO awrro+o'' °°rr'"'croaAND "°"E°'v 2. ELECTRICAL HOOK-UP. SIZE ������� POOLPLAN ® 1)THEU EIRDOESNUTREwflWTHEDRAWINGSFORcaUw+ceWTIHIM—RAMS N.T.S. SCALE;,M•oI•-0 RcQuLwomoft wmE wwpt�"P2WHTS ATEDTOTHE FOOL ANDXRSax 3. TOP EXISTING COVERED PATIO PER PLAN (175 SF). LANDSCAPE T.ORTTi T) THE CONTRACTOR KIST VEANN OOMFLWKE WITH SETIVD& 3) FNG[HEEA IS NOT RESPONSIBLE FOR MID HAS "D 116M FORCANSTRuenoN SCREEN ASORHOw "ERREWMEHENTS PER CODE eHE OMER MIENSTHE% HIS PMtEDW. /V'tS NORCODE COHPIIANXET0 THE MTOF LLflflflAR®0 B S)RHhLRDlMOFTHE MAATHE ENG4MSUABWINMAT=TOTHESE ,4,♦ 00 , K"ISLU4EE0TOTHELESSOROFSWOORTHEFEEOPMEDFORTHEMNS. 0 DATE DESCRIPTION BY �.� �Q . • • • ° ° • ' ° . '�J ��i NAME: SILVIA LOT: 72 A 06/OB/13 RED POOLMSW POOL ):' i l''•''°''` G E N S • •.L o; Cy 8309 BELFRY PLACE BLOCK: POD 28 1 a"�; d Ar•, :� (•+ �. °° : r CITY/STATE: PORT ST. LUCIE FLORIDA s PLANS 4..;>: I :"''?°u 6 ° - BOOK:34 ° = Swimming Pools r C `'} OC = & Spos, Inc. JOB#: 13 0801-q0 PAGE: 29, 29AthTLI 29C - 1U SUBDIVISION: D DAVID FAERMAN (P.E. 47646) o . 06 10 �' ` AT THE RESERVE E 22171 WATERSIDE DRIVE •° F /° ?e 6801 LAKEWORTH ROAD SUITE #317 BOCA RATON, FL. 33428 �, O ' • ° LD �'� LAKEWORTH, FLORIDA, 33467 couNTY: TSHEET., 1 of L�, F PHONE: 561-445-1787 �i�` ' •�•�LICE s DATE. 05/15/13 ST. LUCIE '1v8®v215;;' N LEGEND ❑ 2 WAY VALVE ❑ CHECK VALVE ® 3 WAY VALVE NOTE: IN ACCORDANCE WITH ANSI/APSP-7 2006 FOR SUCTION ENTRAPMENT AVOIDANCE, THE POOL PIPING HAS BEEN DESIGNED BASED ON THE MAXIMUM FLOW CAPACITY OF THE NEW SWIMMING POOL PUMP. - PRESSURE GAUGE AND AIR RELIEF VALVE FILTER 9 VIP HEATER 314 HP (HAYWARD MAX FLO SP2305X7EESP) PUMP W/ HAIR & LINT IN -LINE SALT STRAINER CHLORINATOR 60 GPM MAX. FLOW RATE SKIMMER TO HAVE VENT HOLES IN LID 3- 11j� N. (2) HAYWARD WG-104BE MAX. 125 GPM PER DRAIN ASME/ANSI A 112.19.8 APPROVED MAIN DRAIN COVERS (OR EQUAL) MINIMUM T APART. INSIDE EDGE OF DRAIN TO INSIDE EDGE OF DRAIN OR ON SEPARATE PLANES PLUG OR ASME/ANSI APPROVED COVER HYDROSTATIC TO BE FASTENED VALVE 1-1/2 WITH SCREWS r; WELL POINT ROCK BED WELL POINT DETAIL N.T.S. DATE I DESCRIPTION 06/08/13 1REDRAW QL G PIPING SCHEMATIC N.T.S. BY MSw POOLS } ,17 tl• a`q i , � PLANS .'�: +` ,tti.r �. DAVID FAERMAN (P.E. 47646) 22171 WATERSIDE DRIVE i BOCA RATON, FL. 33428 ♦i PHONE: 561-445-1787 ,,,04TC®IEpppp,o, •'�G E N S * 0 :ol ♦: • , • N 46 •, 6/10/13P ; ��e VELOCITY CHART PER ANSI/APSP-? SECTION 4.4 PIPE FLOW RATE FLOW VELOCITY 1-1/2" INLETS 60 GPM 9.46 FEET PER SECOND 2" SKIMMER 60 GPM 5.74 FEET PER SECOND 2" MAIN DRAIN 60 GPM 5.74 FEET PER SECOND 2" CLEANER 60 GPM 5.74 FEET PER SECOND 2" M.D. BRANCH 60 GPM 5.74 FEET PER SECOND EVALUATION FOR COMPLIANCE WITH APSP-15 - ENERGY EFFICIENCY PER APSP-15 THE FLOW RATE OF THIS POOL WITH A VOLUME < 13,000 GALLONS = 36 GPM HEAD = C x F 1 PER APSP-15 C= 0.0167 FOR POOLS < 17,000 GALLONS THUS HEAD = 0.0167 x (36 GPM) 2 HEAD- 21.6' PER MANUFACTURES SPECIFICATIONS HAYWARD MAX•FLO XL SP2305X7EESP HAS A FLOW RATE OF 36 GPM @ 21,& TDH b Swimming Poois � •''' f & Spas, Inc. 6801 LAKEWORTH ROAD SUITE #317 LAKEWORTH, FLORIDA, 33467 PUMP FRAME FILTERTANK MOUNT AND HEATER IF SPECIFIED 13/4• x 3/16" TAP CON. REINFORCED CONC, SLAB MINIMAL 4• THICK tit FILTER t-PUMP POOL PUMP FILTER AND HEATEA ANCHOR a HEATER POINTs(TYP.) NOTES: ANCHOR BOLTS THROUGH BASE 0 3/4" x 3/16") (TAP CON) FOR POOL PUMP & FILTER HEATER SHOWN AS OPTIONAL �4 11/2" ANGLE BRACKETS (GAS HEATER) 4; 21/2" ANGLE BRACKETS (HEAT PUMP) WITH (4) 13/4" x 3/16" TAP CON AND (4)1/2" SELF TAPPING SHEET METAL SCREWS. POOL EQUIPMENT ANCHORING wrx NOTE: SKIMMER TO HAVE VENT HOLES IN LID NAME: SILVIA 8309 BELFRY PLACE CITY/STATE: PORT ST. LUCIE, FLORIDA JOB#: 13.0801-40 DATE: 05/15/13 (18" MIN. WIDTH) SKIMMER DET, N.T.S. LOT: 72 BLOCK, POD 28 BOOK: 34 PAGE: 29, 29A thru 29C SUBDMSION: AT THE RESERVE COUNTY: sr. LucIE SHEET: 2 OF 4 POOL STEP DETAIL N.T.S. WP MANUAL STARTER SWITCH (TYP) 2 IN -LINE SALT CHLORINATOR W/ r3PUMP MOTOR DECK BONDING NOTE (I) ATTACH TO THE POOL REINFORCING STEEL (SINGLE #8 AM WIRE) (2) BURIED TO A MIN. DEPTH OF 4' TO 6' BELOW GRADE. (3) MIN. OF 4 POINTS U NIFMILY SPACED AROUND PERIMETER OF POOL AND SPA. FOR NONCONDUCTIVE POOL SHELLS (FlBERGLASS, ECT.) BONDING AT FOUR POINTS SHALL NOT BE REQUIRED. (4) CONNECTED W/ SINGLE G E #8 AWG WIRE WITH A SOLID COPPER WE CONDUCTOR NO (5) CONNECTION SHALL BE MADE OIOTHM11C WELDING OR BY LISTED PRESSURE CONNECTORS OR CWA PS THAT ARE LABELED AS BEING SUITABLE FOR THE PURPOSE AND ARE OF STAINLESS STEEL, BRASS, COPPER OR COPPER ALLOY. R PAVED AND UNPAVED WAUUNG SURFACES (6) THE BERYE6418' TO 24, HORIZONTALLY�BEYOND THE INSIDE WALL OF POOL OR (PER N.E.C. 2008 660.26 EQUIPOTENTTAL BONDING) 2•#3 CONT. PAVER COPING PATIO SET IN SAND TILE ON COMPACTED FILL TER7UNE SLOPE 5" TO 6°_ MIN 2'-3" SHALLOW END T-0" DEEP END 2' COVER (CENTER) R S. TOP & 6° BOTTOM W/ #3 AT 12" O.C. EACH WAY. tWl / STEELTE(FORM, KRAFTBOARD OR EQUIV. #3 AT 12" O.C. E.W. BOTT. CENTERED TYPICAL WALL SECTION N.T.S. 12" X 12" CONC. FOOTER W/ 2- #5 CONT. WP GFI 6• TO SPST TOGGLE IMPORTANT NOTE: 20' FROM WATER SWITCH NO DIVING BOARD AND NO DMNG IS ALLOWED ON ANY POOL ' HEATER 18„ LESS THAN V-0" DEEP AND SPECIFICALLY DESIGNED FOR 3 DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. o ['74.N JUNCf. c"hI 28' m B0 12V TRANS.3' 6' 21'z 3 #8 IN 1°COND. 3 #121N 1/2° COND. ' 1' NONCORROSIVE TILE r Z::::: WATER LINE COND. (TYP•) (1W00WPOO LIGHT MAIN TOI ~� (SEE TYPICAL WALL BECKON) DRAINCUT OFF DEYICEELECTRICAL DIAGRAM 1:7 MAXIMUM SLOPE SWIMOUT DETAIL 110 SLOPE NOTE: (TYP,) N.T.S,, 1. BOND ALL BOXES,RAILS,UGHTS,STEEL ET, W/ #8 WIRE IN POOL AREA. LONGITUDINAL POOL SECTION 2, POOL LOCATION MUST COMPLY WITH NEC CODE N.T.S. 2008, ESPECIALLY NEC 680. ��oeeseop DATE DESCRIPTION BY ��• El4 °Oo♦ NAME: SILVIA LOT:72 REDRAW POOL POOL '' r I�j"�+T ,'`' �, \�� • ° • • • ' • .: /.9 °♦♦ b 8309 BELFRY PLACE BLOCK: POD 28 A 06/08/13 MSW ► ��4";A ? •� . ENS O � ., . , t..;, Q� . •. �%i o CITY/STATE: PORT ST. LUCIE, FLORIDA B x:.,. ��.;,,;, h� �!`r . �, � ..•' �,,1 BOOK: 34 PLANS ;� ° 46 Swimming Pools f )OB#: 13•080140 PAGE: 29, 29AUTTTJ 29c C N & Spas, Inc. SUBDMSION: DAVID FAERMAN (P.E. 47646) * 'F tY AT THE RESERVE E 22171 WATERSIDE DRIVE • -0 • ° (V 6801 LAKEWORTH ROAD SUITE #317 BOCA RATON, FL. 33428 i 'A �. I. Faemian, P.B� .• �� LAKEWORTH, FLORIDA, 33467 COUNTY: SHEET: 3 OF q. PHONE: 561-445.1787O,� r<I�i1�E , • ��• DATE: 05/15/13 sT, LUctE ♦ S e °eye®s1a40°° GENERAL NOTES: 1. CODE REQUIREMENTS - Private swimming pool and spas must comply with chapter 424 & R4101 Florida Building Code, 2010. 2. Mechanical Requirements - All piping, equipment and materials used in the plumbing system of swimming pools (Spas) that are built in place shall conform to the Florida Building Code, Plumbing. All piping materials shall be Installed In strict accordance with the manufacturer's Installation standards. 3. Comollance - All materials, piping, values, equipment or appliances entering into the construction of swimming pools (Spas) or portions thereof shall be of a type complying with the code or of a type recommended and approved by a nationally recognized testing agency or conforming to other recognized standards acceptable to the administrative authority. 4. Engineering Design - Design, Construction and workmanship shall be In conformity with ANSi / NSPI 3,4,5,E & 7 2006 published by the International Aquatics Foundation, or other accepted engineering practices. 5. ENTRAPMENT Testing and Certif raft -. All pool and spa suction Inlets shall be provided with a cover that has been tested and accepted by a recognized testing facility and comply with ANSI/ASME A112.19.8, "Suction Fittings for Use in Swimming Pods, Spas, Hot Tubs, and Whirlpool Bathtub Appliances." Exception: Surface Skimmers. 6, Safety Nalic Do not use or operate pod or spa if the suction inlet fitting is missing, broken, or loose. 7. Suction Inlet Per Pump : per FBC R4101.6.6 A minimum of two suction Inlets shall be provided for each pump in the suction inlet system, separated by a minimum of 3 feet or located on two different planes. I.e., one on the bottom and one on the vertical wall, or one on each of two separate vertical wails. These suction Inlets shall be plumbed such that water is drawn through them simultaneously through a common line to the pump. 8. Cleaner Fittings: per FBC R4101.6.6 Where provided, the vacuum or pressure cleaner fitting(s) shall be located in an accessible position at least 6 inches and not greater than 18 Inches below the minimum operating waterlevel or as an attachment to the sklmmer(s). All cleaner suction inlets shall be protected by an approved, permanently installed, self -dosing self latching flapper assembly compliant w / IAPMO SPS 4. 9, Valve Valves shall be made of materials that are approved In the Florida Building Code 2010, Plumbing. Valves located under concrete slabs shall be set In a pit having a least dimension of five pipe diameters, minimum 10 Inches, fitted with a suitable cover. 10. waste Water Disuxxsal -- Direct or indirect connections cannot be made to existing facilities without the prior approval of the administrative authority. 11. Water Service - Backflow prevention deviceis required on all potable water service. 12. Tests _ All pool piping shall be Inspected and approved before cover or concealment. It shall be tested and proved tight under a static water or air pressure test of not less than 35 psi for 15 minutes. Per manufacturer's recommendations, no air test shall be approved for PVC pipe and fittings. 13. Water Heating Equipment - Swimming pool water heating equipment shall conform to the design construction and installation requirements In accordance with accepted engineering practices, shall bear the label of a recognized testing agency and shall Include a consideration of combustion air, venting and gas supply requirements for water heaters. It must contain a thermostatic or -high-pressure control switch so the pool water does not exceed 104 degrees F. water heating equipment shall be installed with flanges or union connections adjacent to the heater. All heaters must have an internal check valve. 14, Gas Piping - Gas piping shall comply with the Florida Building Code 2010, Fuel Gas Sec. 15. Electrical - Pool location and Electrical wiring and equipment shall comply with latest edition of the National Electrical Code, section 680. 16. Ladders and Steps - All pools shall be provided with a ladder or steps in the shallow end where the water exceeds 24 Inches. Where water depth exceeds 5 feet, there shall be ladders, or undemater benches / swimouts in the deep end. 17. Fitters - The entire design of matched components shall have sufficient capacity to provide a complete turnover of pool water In 12 hours or less. 18. Pool Fittinos -Pool fittings shall be of an approved type and design as to be ` appropriate for the specific application. Purple primer required on PVC piping. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. .i• 1 0P �,. Skimmers - Skimmers shall be Installed on the basis of one per 800 SF of surface area or fraction thereof. Hydrostatic Relief Device - In areas of anticipated water table, an approved hydrostatic relief device shall be Installed. Exception is plastic liner pools. Concrete./Steel -Concrete Is to be a mix designed in accordance with ASTM C-94 by a recognized testing laboratory to achieve a strength of 3000 psi, at 28 days, (unless otherwise noted) with a plastic and workable mix. Pneumatically applied concrete and/or shotcrete shall be placed In accordance with ACI 304.2R-04 and ACI 506.2-04, respectively. All other concrete shall be placed in accordance with ACI 30411-04. A certificate of manufacturer's mix and strength is to be provided. No water Is to be added after truck leaves plant without approval of the engineer. Plant control is required. Maximum mix time at point of deposit Is 90 minutes. Concrete work shall be as per requirements and recommendations of ACI 301-04. (REINFORCING, DEFORMED STEEL) bars shall be A615 Grade 60 (unless otherwise noted), free from oil, loose scale and loose rust. Reinforcing, deformed steel bars shall be bent, lapped, placed, supported and fattened according to the Manual of Standard Practice for Detailing Concrete Structures (ACI 315-04) and the building code requirements for reinforced concrete (ACI-318.04). In case of conflict, the more conservative value(s) shall be used. Soll Statement -In accordance with FSC 2010 Section 1818, HVHZ Bearing Capacity of Soil: Based upon rational analysis, the In -place soil beneath the pool is sand and limestome and has an acceptable bearing capacity of 550 psf and 2000 psf for related structures shown within these plans, excavation and compaction In accordance with current edition of FBC. Should any muck, marl, or other organic soils be discovered on excavation, they should be removed In their entirety, All construction shall stop and the engineer of record shall be contacted to conduct an inspection. Structural elements are designed with a required bearing capacity as stated above, unless otherwise specified. Fiberglass and vinyl liner pods require 250 psf safe bearing capacity unless otherwise specified. Pool Staking - This design engineer assumes no responsibility for pool construction in easements or required setback areas. Plot plans not prepared from legal surveys of the existing lot and residence are so Indicated. The pod contractor shall verify all dimensions in the field and establish lot lines. The pool contractor shall establish locations of all utilities at the site. and contact the Engineer if different than Indicated on plan. Min. clearance dimensions shall be held as required by the local regulatory agency. Existing Structures - The pod contractor shall always take all precautions to protect existing structures from failure by sheeting and/or shoring or other methods. The design engineer accepts no responsibility for the safety of existing structures. Backfill - The contractor shall backfill the pod shell with caution. The plumbing shall not be disturbed. Bail shall be accomplished with clean, construction grade fill, free of organic material and shall be placed In 12" thick lifts, each layer shall be compacted to 95 % maximum dry density per ASTM D-1557, modified proctor method. Warning - To empty pool after construction, for repairs or any other reason, the hydrostatic uplift pressures beneath the pool must be eliminated to prevent the pool from floating upward. The owner must consult a pod contractor or pool repair contractor experienced In eliminating uplift pressures. Diving - No diving board and no diving is allowed on any pod less than 8'0" deep and specifically designed for diving. This pool is not designed for diving unless specifically stated on the site plan. Pools & Spas with heaters the pool and spa shall be provided with a cover or other means to reduce heat loss. Pod Enclosure - Residential Pools shall be provided with a barrier compliant w/ F.B.C. 2010 424.2.17 through 424.2.17.1.16 DATE DESCRIPTION BY NAME: SILVIA LOT: 72 POOL :: , ,� •,,; . REDRAW POOL :. (,�s, i��„ ♦• ei�� 8309 BELFRY PLACE BLOCK: POD 28 Ob 08 13 A��j CITY STATE: PORT ST. LUCIE, FLORIDA A / / MSW a}1 400 / B PLANS ���;;2, o .. •r�- BOOK: 34 =.'',,3r Q. •• Swimming Pools C & S OS, Inc. JOB#: 13.0801-40 PAGE; 29, 29A thru 29C DAVIO FAERMAN (P.E. 47646) ' P SUBDIVISION: E 22171 WATERSIDE DRIVE o `� .�y,. /13 a a 6801 LAKEWORTH ROAD SUITE #317 AT THE RESERVE BOCA BATON, FL. 33428 = DaGftl1, man, P.E. LAKEWORTH, FLORIDA, 33467 Cam'TIF PHONE: 561-445.1787 0 ST �Ci E P 476eeV�, a DATE: 05/15/13 ST. LUCIE SHEET: 4 OF L�